- Asked 9/26
- 2078 Baisakh · 6 marks
Vertical curve +0.5% and -3.5%, 1266 m at 780
Short answer
Equal-tangent vertical curve length 200 m. Curve passes through elevation 1266 m at chainage 780 m. Highest point at chainage 705.00 m, elevation 1266.562 m. PVC at 680 m (1266.500 m), PVT at 880 m (1263.500 m).
A grade of 0.5% meets another grade of -3.5%. The elevation and chainage of IP are 1267 m and 780 m respectively. Field condition requires that the vertical curve should pass through a point of elevation 1266 m at a chainage 780 m. Compute a suitable equal tangent vertical curve including full stations elevation, take peg interval = 30 m.
Data: , (a summit curve), IP at chainage 780.00 m, RL 1267.00 m. The curve passes through RL 1266.00 m at chainage 780 m (below the IP, as it must for a summit curve).
Length of the curve
m, and for an equal tangent parabolic curve :
Elements
- PVC chainage m; PVT chainage m
- RL of PVC m; RL of PVT m
- per m
Levels at full stations (30 m pegs)
| Chainage (m) | x from PVC (m) | Tangent level (m) | Offset (m) | Curve level (m) |
|---|---|---|---|---|
| 680.00 | 0.00 | 1266.500 | 0.000 | 1266.500 |
| 690.00 | 10.00 | 1266.550 | -0.010 | 1266.540 |
| 720.00 | 40.00 | 1266.700 | -0.160 | 1266.540 |
| 750.00 | 70.00 | 1266.850 | -0.490 | 1266.360 |
| 780.00 | 100.00 | 1267.000 | -1.000 | 1266.000 |
| 810.00 | 130.00 | 1267.150 | -1.690 | 1265.460 |
| 840.00 | 160.00 | 1267.300 | -2.560 | 1264.740 |
| 870.00 | 190.00 | 1267.450 | -3.610 | 1263.840 |
| 880.00 | 200.00 | 1267.500 | -4.000 | 1263.500 |
Highest point
Chainage m and RL m.
Check: level at chainage 780 m (x = 100 m) m = 1266.000 m as required.
Answer: L = 200 m; highest point at chainage 705.00 m, RL 1266.562 m.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Vertical curve -2.5% and +3.5%, 1268.50 m · Surveying II, chapter 6 · asked 9×
- Vertical curve +3.5% and -2.75%, 30 m pegs · Surveying II, chapter 6 · asked 7×
- Vertical curve +3.5% and -0.5%, 1266 m at 780 · Surveying II, chapter 6 · asked 8×
- Vertical curve 5% and 3%, 1474.50 m · Surveying II, chapter 6 · asked 7×
- Vertical curve -3.5% and +0.5%, IP 1300 m · Surveying II, chapter 6 · asked 5×
- Vertical curve (-)3% and (-)35%, IP 2477 m · Surveying II, chapter 6 · asked 6×
- Vertical curve -3.5% and +5%, 1268 m at 780 · Surveying II, chapter 6 · asked 3×
- Vertical curve +1.25% and +4.75%, 1518.30 m · Surveying II, chapter 6 · asked 7×
- Vertical curve +1.25% and +4.75%, 1267.70 m · Surveying II, chapter 6 · asked 3×
- Vertical curve -3.5% and -0.5%, 1268 m · Surveying II, chapter 6
- Vertical curve, -3.5% and +0.5%, 3268 m · Surveying II, chapter 6 · asked 3×
- Vertical curve 180 m, -3.5% then +4.5%, IP 2450 · Surveying II, chapter 6 · asked 2×
- Vertical curve +4% and -3%, through given point · Transportation Engineering I, chapter 3
- Vertical curve chainage and elevations, R 8000 m · Transportation Engineering I, chapter 3